HomeMy WebLinkAboutPermit D08-154 - PACIFIC POWER TECH - STORAGE RACKSPACIFIC POWER TECH
1120 ANDOVER PK E
D08 -154
Parcel No.: 2623049098
Address: 1120 ANDOVER PK E TUKW
Suite No:
Tenant:
Name: PACIFIC POWER TECH
Address: 1120 ANDOVER PK E , TUKWILA WA
Contact Person:
Name: MIKE SORENSON
Address: 1100 SW 7 ST , RENTON WA 98057
Phone: 206 - 818 -4488
Contractor:
Name: NORTHWEST HANDLING SYSTEMS
Address: 1100 SW 7 ST , RENTON WA 98055
Phone:
Contractor License No: NORTHHS963ND
doc: IBC -10/06
Cityif Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
Owner:
Name: LEUTHOLD DONALD W
Address: 7275 W MERCER WAY , MERCER ISLAND WA 98040
Phone:
Permit Number: D08 - 154
Issue Date: 05/21/2008
Permit Expires On: 11/17/2008
Value of Construction: $0.00 Fees Collected: $334.42
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006
Type of Construction: Occupancy per IBC: 0025
Expiration Date: 08/05/2008
DESCRIPTION OF WORK:
ANCHOR EXISTING RACK AND SHELVING TO ADDRESS STOP WORK NOTIFICATIION RFA08 -015.
* *continued on next page **
D08 -154 Printed: 05-21 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City (*Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
Permit Number: D08 - 154
Issue Date: 05/21/2008
Permit Expires On: 11/17/2008
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non- Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit.
Signature:
Print Name:
Date: J ') `U
Date: S� 7/O,
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: IBC -10/06 D08 -154 Printed: 05-21 -2008
Parcel No.: 2623049098
Address:
Suite No:
Tenant:
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
1120 ANDOVER PK E TUKW
PACIFIIC POWER TECH
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -154
ISSUED
03/26/2008
05/21/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
6: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
10: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during
demolition and construction.
11: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or
combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such
as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6
feet. (IFC 2302)
12: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following
methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler
at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire
Prevention Bureau. (NFPA 13)
13: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1)
doc: Cond -10/06
D08 -154 Printed: 05 -21 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 -431 -3665
Web site: http.• / /www.ci.tukwila.wa.us
14: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and
multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted.
(NFPA 13- 12.3.1.13)
15: Pallets shall be stored no higher than 6 feet (1.8 m). Each pallet pile of no more than four stacks shall be separated
from other pallet piles by at least 8 feet (1.4 m) of clear space or 25 feet (7.6 m) of commodity. Idle wood pallets
shall not be stored in racks. (NFPA 13- 12.1.9.1.2)
16: .Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches
(2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 ms) in area, that area accessible to the
public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in
areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1)
17: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross
aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do
not interfere with fire department hose stream trajectory. (IFC 2306.9.2)
18: Warehouses designed for high -piled stock shall establish and maintain aisleways of not less the 44 inches to provide
access to all exits and fire department access doors. (IFC 2306.9.1.1)
19: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18
inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1)
20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
24: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
25: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder
doc: Cond -10/06
D08 -154 Printed: 05-21 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
26: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
27: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table
1015.1 of the International Fire Code and International Building Code.
28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
29: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
31: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your
name, telephone number, permit number, project name and address and type of inspection requested.
32: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
33: These plans were reviewed by Chief 52. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
34: These plans were reviewed by Inspector 515. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
36: Please return the permit application with the appropriate fee within 30 days. Failure to return the permit application
and the appropriate fee will result in an additional fee.
37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
38: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond - 10/06
* *continued on next page **
D08 -154 Printed: 05-21 -2008
Signature:
Print Name:
doc: Cond -10/06
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the performance of work.
c_ c-(•Q.f/iec. --,
Date: 5-6- 740'
D08 -154 Printed: 05-21 -2008
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
help : ivww.ci.iukwila.wa.us
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
Site Address:
1 I dLO Al4over
Suite Number:
Tenant Name: ' � (1. T t . r -- 72c1-1 LL C New Tenant:
Property Owners Name: pry r. l r) (, / /
Mailing Address: 7
*75 �>J �AIP_�P �itJ�•v, i�Gf paw t /y, 6/4 ' ()'/Q
City State Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
Name: A t ke_ 56 (ef/r\
Mailing Address: (i 190 S-kd
E -Mail Address: WI C c')('P.✓► Sol) 4) 4444 S- (O .'�
GENERAL CONTRACTOR INFORMATION
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: AJCw f t./J S G. l i fiJ
Mailing Address: L �� ..� . kJ- S
Contact Person: / e t lam' SCE reil.Sccs�i
E -Mail Address: fro sore e t') Sol) 6,3 ifl An
Contractor Registration Number: /t.)C)r 1 vl (e' i'i ,,c7,
I t
S t , .S /Y.ACr S
RCHITECT OF RECORD — All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
Contact Person:
E -GG ' .ress:
Company Name: G CIL
Mailing Address: `i 1-P- \A/
Contact Person: G
E -Mail Address:
Q:Wpplications\Porms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Building Permit No.
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
King Co Assessor's Tax No.: .2.L,.,)- 30'1 6
Floor:
❑ Yes
Day Telephone: Uzo6
02 tk/ /l
City State Zip
Fax Number: 1 1,d ac3- 69'/
(VCS;
rdc-
city
Day Telephone: 9 6 " e t�1'
Fax Number: 1( _ (lj ?(//t. /
Expiration Date: ( ) l 1
1)M
State Zip
City
Day Telephone:
Fax Number:
State
Zip
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
�C3 .
5";12-14.06 v4
City State
Day Telephone: �I r ! e
0
Fax Number: �l g " y
Page 1 of 6
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ r J i cc) Existing Building Valuation: $
Scope of Work (please provide detailed information): AI G k ' -�-e" iS ii, e.--. ( y>'t, / ;S /v✓
Gddr- S y i -7 , <'t/ el /e. / F O2 --O/ c:
p l426I o, 2..� er - tf - c ejy.c..,/ j.re j „ . rz.. A (2 J 1,..at. t' , — l i " C���,/Q: 4}7` i -
si ! v I y /rack- sL►�t, , T / rW7lr`c, -) -� , / ix oict n i is afo-�/ l s f , . --.) du C.7 CIAS C.rr, '/i, -,. .'
Will there be new rack storage? ❑ Yes
o If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes (No If "yes ", explain:
FIRE PRO ECTION /HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm ❑ None e Other (specify) /'t KCi.eUt'
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: Applications'Forms- Applications On Line\ -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
l Floor
I ce )0
'; 000
------,
- 7,' /f
y
llivu
2nd Floor
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
i
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ r J i cc) Existing Building Valuation: $
Scope of Work (please provide detailed information): AI G k ' -�-e" iS ii, e.--. ( y>'t, / ;S /v✓
Gddr- S y i -7 , <'t/ el /e. / F O2 --O/ c:
p l426I o, 2..� er - tf - c ejy.c..,/ j.re j „ . rz.. A (2 J 1,..at. t' , — l i " C���,/Q: 4}7` i -
si ! v I y /rack- sL►�t, , T / rW7lr`c, -) -� , / ix oict n i is afo-�/ l s f , . --.) du C.7 CIAS C.rr, '/i, -,. .'
Will there be new rack storage? ❑ Yes
o If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes (No If "yes ", explain:
FIRE PRO ECTION /HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm ❑ None e Other (specify) /'t KCi.eUt'
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: Applications'Forms- Applications On Line\ -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
BUILDING OWNER OR AUTHORIZED AFENT:
Signature:
Print Name: �i Thore ,..
Mailing Address: 1/ 0 J -S (4/ 7 S T
Date Application Accepted:
Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
Date: _S / /
Day Telephone: ?`06 /e 'c 2
e n'n t4 9)3
City State Zip
Date Application Expires:
946 . 06
Staff Initials:
Page 6 of 6
Parcel No.: 2623049098
Address: 1120 ANDOVER PK E TUKW
Suite No:
Applicant: PACIFIC POWER TECH
Receipt No.: R08 -00906
Initials: WER
User ID: 1655
Payee: MIKE SORENSON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 7089 334.42
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http:/lwww.ci.tukwila.wa.us
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
RECEIPT
Total: $334.42
Permit Number: D08 -154
Status: PENDING
Applied Date: 03/26/2008
Issue Date:
Payment Amount: $334.42
Payment Date: 03/26/2008 10:17 AM
Balance: $0.00
249.00
80.92
4.50
0430 03/26 9711 TOTAL 334.42
doc: Receipt -06 Printed: 03 -26 -2008
COMMENTS:
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Type of Inspection:
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Address:
11 2_0 P)
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Type of Inspection:
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Address:
11 2_0 P)
P Pe e_
Date Called:
Special Instructions:
./"."
Date Wanted:
7 - - so- ce
fn
p.m.
Requester:
Phone No:
P-06- C IZ 14 r
INSPECTION RECORD
Retain a copy with permit
INSPECTI N NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION VP--
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval. .
nspect
bo -rs�(
Date? 0 �J
n $60.00 REINSPECTION FEE REQU ' ED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Project: pix. t _ Power -7 J(
Type of Inspection:
Sprinklers:
- - -- - - - - -- - -- - - - -- - - - - --
Fire Alarm: `
Address: //W We
Suite #:
Contact Person:
Omv
4
5
Special Instructions:
..
Phone No.:
/• 5P3 _ q 71 -- /Silo
Needs Shift Inspection: _
_ S
Sprinklers:
- - -- - - - - -- - -- - - - -- - - - - --
Fire Alarm: `
``Rood &
& Duct:
Monitor: P
Pre - Fire: '
Permits: O
Occupancy Type:
•
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E. 9V41 ks:: i1+ IR.' iLL €.^;' ;x$+ESY- 'C+S.fK. %s:Yrn`G"G '!N+t'M'x'iFa.w4:+- - xsM:..n
J
INSPECTION NUMBER
Approved per applicable codes.
Word /Inspection Record Form.Doc
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
e City of Tukwila Finance Department. Call to schedule a reinspection.
1/13/06
D or - IS
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 - 206- 575 -4407
•
I I Corrections required prior to approval.
COMMENT'Sf
r
. y , � a ;•' r
Inspector:
Date:
Hrs.:
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
T.F.D. Form F.P. 113
RE COVeD
se) 10 2 006
1)Lti al-D9 , 11
A.A.R. 'Testitig�Lalioi gory, Inc d7;1 ° 26S1 r 80h19A ",ve�N�E'�Pa k 1.80Suite`C101RedmondVVA'98052
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Client: North West Handling Systems, Inc.
1100 SW 7th St.
Renton, WA 98055
Contact: Mike Sorenson
Date: 7/29/2008
Distribution:
Field Report
Time:
Arrived on site to perform inspection of proprietary anchors, in accordance with project plans
and specifications.
Inspections were performed on new and existing pallet racks, and shelving units. Inspections
were in accordance with rack drawing details; 3/ Pg 1of2, 3/ Pg 2of2, 5/ Pg 2of2, and ESR -1917.
The following were inspected /verified and found in conformance:
1. Verified use of Hilti Kwik -Bolt TZ expansion anchors as specified.
2. Verified minimum embedment was maintained after final tightening for, 3 1/2 inches for the
1/2 bolts (detail 3/ Pg1of2) type A rack, 2 1/2 inches (detail 5/ Pg2of2) type c shelves, and 2
inches (detail 3/ Pg2of2) EZ shelves.
3. Performed torque wrench verification of installation torque on the anchors, as per ESR -1917.
Verified torque of bolts to meet 40 ft/Ibs for the 3/8 bolts, and 25 ft/Ibs for the 1/2 bolts.
Work inspected was found to be in conformance.
�d Distribute Client I Distribute Contractor
Distribute Engineer Distribute Owner
Distribute Municipality [ Distribute Other
Distribute Architect [ Distribute Other
Report Number: 1156
Project Number: 08 -244
Permit #: D08 -154
Project Name: Pacific Power Tech
Address: 1120 Andover Park E
Temperature:
Inspector: Ramos, Stephen ID #SI 012
Reviewed by: Kim Anderson
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
NORTHWEST
he Material Handling Experts
SITE ADDRESS: 1120 Andover Pk. E.
TENANT NAME: Pacific Power Tech, LLC
DATE: March 21, 2008
APPLICANT: Mike Sorenson / (206) 818 -4488
3. Stamped engineering calculations attached.
8. Building egress and exits indicated on attached drawings.
1)O8 IS'-I
FILE COPY
11.na
1100
Renton, WA 98057
(425) 255 -0500 ph
(425) 228 -6946 fax
ATTENTION FIRE AND BUILDING DEPARTMENTS
RACK /SHELVING INFORMATION SUPPLEMENT
REVIEWED FOR
CODE COMPLIANCE
i
Of Tukwila
B LDING DIVISION
1. Load application and rack /shelving configuration drawings attached.
ROVE
MAY 1 6 2008
2. Attached plans detail the rack /shelving locations, dimensions, and specifications. Attached
plans detail the building /ceiling configuration.
4. Vertical members of storage racks are designed and installed so that failure of one vertical
member will not cause collapse of more than the bay or bays directly supported by that
member.
5. Commodities stored: Industrial hydraulic and pneumatic components. Steel, cast steel,
rubber seals, valves, pumps, fittings (copper, brass, etc...). Stored in wood boxes on wood
pallets and in small open top cardboard boxes directly on shelves.
6. Sprinkler System Information: Dry system. 155 psi static pressure, 140 psi residual pressure.
7. Smoke and heat vents: In place, but not required for rack /shelving area square footage
(3,000 sq. ft.).
RECEIVED
MAR 2 6 2008
PERMIT CENTER
BY G. GHANIAN
DATE. 3 -20 -08
SUBJECT
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
PACIFIC POWERTECH, LLC
1120 ANDOVERE PARK EAST
TUKWILA, WA. 98188
PER IBC 2006 EDITION
STORAGE RACKS CAPACITY:
3500 # / LEVEL AT TYPE "A"
200 # / LEVEL AT TYPES "B" & "C"
CALCS. 1 THRU 8
DRAWINGS: RD -13123
RAdK DEOI(N & EN(4INEERIN(d dO.
412 WET BROADWAY, SUITE #204
LENDALE. dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
FILE COPY
EXPIRES 12 -26 -09
SHEET NO. 1
JOB NO.. RD -13123
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 1 6 2008
RECEIVED
MAR 2 6 2008
PERMIT CENTER
BY G. OHANIAN RAdK DEON & EN(WINEERIN(4 CO.
DATE. 3 -20 -08
SUBJECT.
M
N
BEAM
M= 106 "x1.9 = 25 °K
8
S — R 33 "K .75<.92
3
—
A 384xI xE '41 "< 180 = 59"
SEISMIC DESIGN
S pS xl
V _ R X 1 .4 WORKING
STRESS
r
i
4.
4.
S
1
1 =1
R =6 MOM. CONN.
R =4 BRACED
S =.95
W =D.L.+ 3 L.L.
LOAD PER COLUMN
L.L.= 2 x 5x3.5K =5.8K
3 2 cm.
W=.2 +5.8 6K
L.L.
V = .95x1 x6 = 1 K
TRANS. 4X 1 .4
106"
FRONT VIEW
IBC 2006
ASCE 7 (SEC. 15.5.3)
V .95x1 x6 68
LONGIT. 6x1.4
412 WET BROADWAY, SUITE #204
C LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
44" 44" 1'
3500 #/ LEVEL +25% IMPACT
LOAD 1900 #/ BEAM
I =2.19
S =.92
F Y =55 KSI.
LONGIT. SEISMIC
.68 K
1 7K
09 K
SIDE VIEW
13K 4K
9 K
11
.24 K . 4 "K
4 "K
10K
04 K 10 - 1 1 "K
44" 4 ,
/
SHEET NO. 2
JOB NO.. RD -13123
VI G. OHANIAN RAdK DEOICiN & EN(INEERIN(I d0.
DATE 3 -20 -08 412 WEOT BROADWAY, QUITE #204
( LENDALE, dA. 91204
SUBJECT. TEL:(818)240 -3810 FAX:(818)240 -3813
COLUMN ANALYSIS
In
X-
3"
t =.09" n
COMBINED STRESS RATIO
P M 6 11
P a + M ax = 20 +26 = . <1.33
Fy =55 KSI
A =.8
S =.8
r =1.2
r =1
BASE PLATE
ANCH. TENSION = 11—(6x3") = 0
ANCHOR SHEAR = fi =.34 K
(2) -1/2 "O HILTI KWIK BOLT —TZ
ESR -1917 OR APPROVED EQUAL.
ALLOW. TENSION =.9 K
ALLOW. SHEAR =1.5 K
P 5/3 V 5 / 3 0 ) 5 / 3
(P a ) +(V) ( .9 ) +( 15 ) _ .08 <1.33
MOMENT AT BEAM CONNECTION
7/16 "0 RIVET
A = .1 Fy = 79 KSI
Va = .1x79x.4 3
Ma = 3 Kx4 "x1.33 = 16" K 3 PIN CONN.
CONN.
KI _ 32x1 .7
rx — 1.2 = 45
KI _�4_4_{ =40
Y
Max = Sx.Fb =26
"K
10.5 "K
2
Fe = K x " = 141
r
F F f =49
e
P =F„ xA= 39 K
Pa _ Pn 20
— 1.92 — _
SHEET NO 3
. RD -13123
JOB NO.
KSI
7 3/4 "x5 "x3/8"
BASE PLATE
BYE G. OHANIAN RAdK DEOI(N & EN(INEERIN( d0.
DATE . 3 -20 -08
SUBJECT
OVERTURNING TOP LEVEL LOADING
Kx2x160 "x.5x1.15 =184 "K MOT 64 " K
M 1
M = 6 =264 "K MR =1.5 Kx44"= 66 " K
NO UPLIFT
LOAD TO DIAGONAL
P 1 =2.3
F =55 KSI
A =.31
r =.48
Q =.74
L= 52"
CHECK WELDS
F 12.3 KSI
P = 3.8 K
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.7 K
CHECK SLAB
6000 _ 6 a'
1000
864 =29"
6x144=864
x 144 =864 °"
M= (12
) x1000x 2 x12 =2344
S= 12x6 = 72
6
2344 = 32 <1.6 ✓2500 =80
72
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
BOTH SIDES TYP.
t =.07"
6000 #
6.5" 7.5"
SHEET N0. 4
JOB NO.. RD -13123
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
BY G. OHANIAN RAdK DEOIdN Sc ENdINEERINd d0.
DATE 3 -20 -08
SUBJECT.
ICS
N
0
in
r
DOUBLE RIVET BEAM
1, 3/32"
60"
TYPE "B"
LOAD PER COLUMN
L.L.= 13x.2 K =1.3K
2 COL.
W =.1 +1.3 =1.4K
D.L. L.L.
V= .95x1x1.4 =.15K
6x1.4
COLUMN ANALYSIS
1/4 't
I x =.215
S =.13
F Y=36 KSI.
t =.075"
x —. —. —.— x
I
I 3 5/8" t
COMBINED STRESS RATIO
P• M 5.6 + 2.6
= . <1.33
a
412 WET BROADWAY, SUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
T 36"
SIDE VIEW
200 # / LEVEL
100 # / BEAM
M= 60 "x K = .75"K
8
S R 22 K = •03 <.13
M = .15 " =. 8K
COL. 2
F =36
A =.40
S
rmin =•
Q =.75
K) 11 =17
r .64
Fa= 14 KSI
P F =5.6
M =SxFb = 2.6
SHEET NO. 5
JOB N0. RD -13123
BY G. OHANIAN RAdK DEOI6N & ENdINEERIN( do.
DATE 3 -20 -08 412 WET BROADWAY, {QUITE #204
LENDALE, dA. 91204
SUBJECT TEL:(818)240 -3810 FAX:(818)240 -3813
OVERTURNING
= .15 "x.5x1.15 =26 "K
M
MR = 1.4 K x36 "= 50 "K NO UPLIFT
BASE PLATE
T= 0
ANCHOR SHEAR = .15 K
(1) -3/8 "0 ANCHOR HILTI KWIK BOLT —TZ ESR -1917
OR APPROVED EQUAL. 2" EMB.
MOMENT AT BEAM CONNECTION
M — .8+ . 78 =. 79"K
CONN. 2
V R IVET
.252x3.14 x80x.4 =1.5
Ma = 1.5 .5 " x1 .33 =3.0 "K
CONN
CHECK SLAB
1400 = 1.4 °'
1000
/202 =14"
M= ( ;'2) 2 x1000x z x12 = 260 "#
s= 12x6 = 72
6
1.4x144=202 °"
260 = 3.6 < 1 .6 V' 2500 =80
72
.25 "0 RIVET
F =80 KSI
Y
0 0
0
0
I
J L
0
0
1400#
SHEET NO. 6
JOB NO. RD -13123
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
BY G. OHANIAN RAdK DEOI 4N & EN flNEERINc do.
DATE . 3 - 20 - 08 412 WET BROADWAY. filUITE #204
SUBJECT LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
-H
48"
TYPE "C"
LOAD PER COLUMN
L.L.= 2 x 8x.2K =.53 K
3 2 coL.
W =.1 +53 =.63 K
D.L LL.
COLUMN ANALYSIS
x
F Y = 36 KSI
A =.36
S . =.12
min.
r . =.43
min.
t= 0.105"
COMBINED STRESS RATIO
Pa Max = .63 +26= .28 <1.33
a
LONGIT. SEISMIC
K1 14 =33
r .43
F0=19.7 Ksi
P =F xA = 7 K
Max =Sx.Fb = 2.6 "K
18"
1
SIDE VIEW
.07 K
0
SHEET NO 7
JOB NO. RD -13123
BY G. OHANIAN
DATE. 3-20--08
SUBJECT
OVERTURNING
M OT = . 07 Kx2x120 "x.5x1.15 = 9.6"K
M = .63 "= 11.3 "K NO UPLIFT
BASE PLATE
T =0
ANCHOR SHEAR = .07K
(1) -3/8 "0 ANCHOR HILTI KWIK BOLT —TZ
ESR -1917, 2 1/2" EMB.
MOMENT AT BEAM CONNECTION
M CONIC- = .5 +.45 2 = .48 "K
M 36x.4x.09x.32x2 "x1.33 =1.1 "K
RAdK DEOI(• Sc EN(INEERIN( do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(618)240 -3810 FAX:(818)240 -3813
N
,9 K
5/16"
SHEET NO. 8
JOB NO. RD -13123
2 1/4"x2 1/2 "x1/8"
BASE PLATE
t= 0.09" (13 GA.)
F Y= 36 Ksi
ACTIVITY NUMBER: D08 -154 DATE: 03 -26 -08
PROJECT NAME: PACIFIC POWER TECH
SITE ADDRESS: 1120 ANDOVER PK E
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DE ART ENTS:
6
g 1 ision
Public Works n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
• •
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
61L-1 ilvv(J
Fire Prevention
Structural
Incomplete
Structural Review Required
APPROVALS OR CORRECTIONS:
Approved U Approved with Conditions
Notation:
REVIEWER'S INITIALS:
u
2O$
DATE:
DATE:
Planning Division
❑ Permit Coordinator
DUE DATE: 04 -01 -08
Not Applicable
No further Review Required
Not Approved (attach comments)
n
DUE DATE: 04 -29 -08
n
L4
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Look Up a Contractor, Elect i n or Plumber License Detail
Washington State Department of Labor and Industries
License Information
License
Licensee Name
Licensee Type
UBI
Ind. Ins. Account Id
Business Type
Address 1
Address 2
City
County
State
Zip
Phone
Status
Specialty 1
Specialty 2
Effective Date
Expiration Date
Suspend Date
Separation Date
Parent Company
Previous License
Next License
Associated License
NORTHHS963ND
NORTHWEST HANDLING SYSTEMS
ELEVATOR CONTRACTOR
CORPORATION
RENTON
KING
WA
98055
ACTIVE
UNUSED
UNUSED
8/4/2004
8/8/2008
NORTHWH275JF
ZINK *L *96603
Elevator Primary Contact Information
License
Name
Status
ZINK *L *96603
ZINK, LARRY
ACTIVE
•
Page 1 of 1
https:// fortress .wa.gov /lni/bbip /printer.aspx ?License= NORTHHS963ND 05/21/2008
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SHEET DESCRIPTION
RACKING PERMIT
SCALE AS SHOWN
REVISIONS
DATE 3/24/08
DRAWN BY KEITH WERNER
N0RTHWEsT
.H' ° "�I`.I'N D L'. N .G S .Y:` S: <',;; 'I hi
.
' ��4Su .1u 'JU.. '• f�:� . �G.1`a:S
j 7
1100 SW 7TH STREET
RENTON WA 98055
(425) 255 -0500
ANCHORAGE
PORTLAND
SPOKANE
EUGENE
YAKIMA
PRO,. ECT TITLE
PACIFIC
OWERTECH, LLC
PORTLAND - EUGENE - TUKWILA - SPOKANE
NO PUBLISHED. ALL RIGHTS RESERVED. THESE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS
THEREBY ARE AND SHALL REMAIN THE PROPERTY OF NWHS. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR
WRITTEN CONSENT OF NORTHWEST HANDLING SYSTEMS.
EXPIRES 12-26-09
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BRACING DETAIL
BEAM CONNECTION
BASE PLATE DETAIL 3
ROW SPACER
•
•
I.
.
k k k _
grab
•
1 GENERAL CONFIGURATION
106"
44"
44"
'
44"
NOTES:
1-DESIGN OF STEEL STORAGE
AND CALCULATIONS
OF THE IBC 2006
2-STEEL FOR ALL SHAPES
3-ALL WELDED CONSTRUCTION
(E70XX ELECTRODES)
4-ALL ANCHORS HILTI
5-CONCRETE SLAB 6"
6-STORAGE RACK CAPACITY
7-ALL RACK INSTALLATIONS
A , PERMANENT PLAQUE
SHOWING THE MAXIMUM
8-STORAGE RACKS SHALL
VERTICAL OF 1/2"
RACKS AS SHOWN BY THESE DRAWINGS
ARE IN COMPLIANCE WITH THE REQUIREMENTS
EDITION
FY=55 KSI. ASTM A607-85 GR.55 (EXCEPT AS NOTED)
IN A SHOP OF AN APPROVED FABRICATOR
KWIK BOLT-TZ (ESR-1917) OR APPROVED EQUAL.
THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
3500 #/LEVEL TYPE "A"
SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
PERMISSIBLE UNIT LOAD OF 3500 #/ LEVEL
BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
IN 10'-0" OF HEIGHT
RECEIVED
MAR 2 6 2008
PERMIT CENTER
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RACK DESIGN AND ENGINEERING
CA 912 4
412 WEST BROADWAY, SUITE #204, GLENDALE
E
\
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SCALE: NONE
DRA ,4.K
i
DATE: 3-20-08
' $ 7c. ... . .. 7' . S
--1 , . 17.
41*335s-i52 4,,,
° c/ IP/ \
c.,
PROJECT: PACIFIC POWERTECH, LLC
1120 ANDOVER PARK EAST, TUKWILA, WA. 98188
JOB D-13123 NO.
R
SHEET NO.
1 OF 2
TYPE '' A " SIDE VIEW
, -. 1 -4-
ORAGE RACK DETAILS
EXPIRES 12-26-09
EXPIRES 12
1/4"
1/4" GAP
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1/4"0 RIVET
ASTM A345 -79
"TP" TIE PLATE
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NOTES:
1— DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE INTERNATIONAL BUILDING CODE 2006 EDITION
2 —STEEL FOR ALL SHAPES FY =36 KSI. ASTM A607-85 GR.36 (EXCEPT AS NOTED)
3 —ALL ANCHORS HILTI KWIK BOLT —TZ (ESR -1917) OR APPROVED EQUAL
4— CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
5— STORAGE SHELVING CAPACITY 200 #/ LEVEL
6—ALL SHELVING INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS
LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES
IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 200 #/ LEVEL
7— STORAGE SHELVING SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1/2" IN 1O' -0" OF HEIGHT
REVIEWED FOR i
CODE COMPLIANCE ,
AP O E tl
MAY l F 2008
City Of Tukwila
EUILDING REC - ' air
MAR 2 6 cuud
PERMIT CEN I L.
L
REV.
DATE
REVISION
0 �- , o� w °1-1-447
r , 4
AZ
RACK DESIGN AND ENGINEERING
412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204
SCALE: NONE
DRAWN BY: ...AJCJJ.
�
. , "..
DATE: 3-21-08
) 4 3 5552 � 4.
cr k ,
PROJECT: PACIFIC POWERTECH, LLC
1120 ANDOVER PARK EAST, TUKWILA, WA. 98188
i '
ORAGE RACK DETAILS
JOB N0.
RD -13123
SHEET NO.
2 OF 2
EXPIRES 12